HomeMy WebLinkAboutPrimary PlatW W W W W
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OHUOHUOHU OHU OHU OHU OHU OHUOHUOHUEX. 8" SANITARYEX. SANITARY LATERALNEW 6" SANITARYLATERALSANSANSANSANSAN SAN
EX. 12" RCPEX. 12" WATER LINEEX. 36" WATER LINEW W W W W W W W W W W W W W WWWWWWWWW
WESTFIELD BLVD.
MIDDLE DR.VAL
LEY
DR
.TIMOTHY & CHERYL BIRCHWESLEY & LESLEY FREEMANSHANNON HOFMANSHANNON HOFMANKEVIN & LORA FREDERICKJEFFREY & DEANNA GILBERTANTHONY & KATHLEEN ALLENPOST PROPERTY CARMEL, LLCPHILLIP & PATRICIA BENDERMICHAEL & BARBARA THURMANJAMES & JUDITHDELL'ARINGAEX. 12" RCPEX. 36" RCPEX. 36" RCPEX. 12" RCP EX. 12" RCPEX. 24" SANITARYEX. 24" SANITARYEX. 24" SANITARYEX. 12" SANITARY
EX. 24" SANITARYEX. 8" SANITARYEX. 8" SANITARY
35' FBSL 10' SIDE YARD SETBACK10' SIDE YARD SETBACK20' REAR YARD SETBACKCLEANOUTCLEANOUT
HARRISON MONUMENT FOUND(PER HCSO TIES) AT THE SECORNER SEC 1-T17N-R3EEX. HOUSE TOREMAIN21,281 SF0.49 AC.1A12,529 SF0.29 ACMFPG=808.5MLAG=808.5MFFE= 809.51BEAST (R) S88°46'07"E (M) 320.5' (R) 316.31 (M)WEST (R) N88°46'07"W (M) 318.5' (R) 315.32' (M)NORTH (R) N00°18'14"E (M) 140.08' (R&M)
20' REAR YARD SETBACK
W EX. HYDRANT4' FBSL S01°54'05"E 21.68' (M)DELTA=06°10'16" (M)R=1100.00 (R)T=59.30'L=118.48 (M)CH BRG=S01°11'03"WCH LEN=118.42'MAG NAIL FOUND (PER HCSO TIES)AT THE SW CORNER SE14 SE14SEC1-T17N-R3ES88°46'07"E 1345.53'NORTH (R) N00°18'14"E (M) 532.02' (R&M)HARRISON MONUMENT FOUND(PER HCSO TIES) AT THE NECORNER SEC 1-T17N-R3EN00°18'14"E 2642.64'EX. SHED TO BEREMOVED140.06'LIMITS OF NEWHOMEWW W W W WEX. WATER MAIN25.04'28' 12 R/WNOTE: PETIONER TO CONTRIBUTE TO THETHOROUGHFARE PLAN FUND IN LIEU OFCONSTRUCTING PROPOSED 5' SIDEWALK91.47'150.81'45.01'45.01'153.08'90.19'28.04'20.14'120.01'
140.08'NOTE: PETIONER TO CONTRIBUTE TO THETHOROUGHFARE PLAN FUND IN LIEU OFCONSTRUCTING PROPOSED 10'MULTI-PURPOSE PATHNEW DRIVE TO BE CONSTRUCTED PERCITY OF CARMEL REQUIREMENTSENGINEERS 317 | 846 - 6611
800 | 452 - 6408
317 | 843 - 0546 fax
W E I H E
Land Surveying | Civil Engineering
Landscape Architecture
ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.net PRIMARY PLAT AMENDMENTREPLAT OF PART OF LINCOLN HIGHWAY ESTATES LOT 1CONTACTS:OWNER:LAND SURVEYOR/ENGINEER:Matthew & Christine TannerWeihe Engineers10630 Westfield Blvd10505 N. College AvenueCarmel, IN 46280Indianapolis, IN 46280317-281-8479Duane Sharrer, P.E. 317-846-6611Email: mtanner242@gmail.comEmail: sharrerd@weihe.netEmail: christinetanner01@gmail.comSITE DATAEXISTING ZONING:R1Maximum Density:2.9 Lots per AcreMinimum Lot Area:10,000 SFMinimum Front Yard Setback:35' (see Variance Grant for Middle Drive PZ-2020176 V)Minimum Side Yard Setback:10'Minimum Rear Yard Setback:20'Minimum Lot Width:100'Maximum Lot Coverage:35%Minimum Ground Floor Area:1,100 SF (one-story) 900 SF (two-story)ADJACENT ZONING:North:R1South:R1East:S2West:R1VICINITY MAP1"=2000'PRIMARY PLAT & PRELIMINARY DEVELOPMENT PLAN1"=30'SOILS MAP1"=200'SOILSERIESYmsB2DESCRIPTIONMiami Silt Loam, 2 to 6 percent slope, erodedSITE106th StreetWestfield Blvd.Part of Section 1, T17 N, R3E, Clay Township, Hamilton County, Carmel, IndianaDATE OF SUBMISSION:October 14, 2020DOCKET NUMBERS:PRIMARY PLAT AMENDMENT:PZ-2020-00175 PPAVARIANCE:PZ-2020-00176 VEXISTING CONDITIONSPROPOSED CONDITIONSWGWE(A)CFO1.SUBJECT PROPERTY DOES NOT LIE WITHIN THAT SPECIAL FLOOD HAZARD ZONE "A" AS DENOTED ON COMMUNITY PANEL NUMBER 18057C0209G OF THE FEMAFLOOD INSURANCE RATE MAPS EFFECTIVE NOVEMBER 19, 2014.2.ALL STREETS, CURBS, WALKS, STORM SEWERS, DRAINAGE IMPROVEMENTS, AND WATERMAINS TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OFCARMEL AND HAMILTON COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS.3.ALL SANITARY SEWERS TO BE CONSTRUCTED IN ACCORDANCE WITH THE TRICO REGIONAL WASTE DISTRICT CONSTRUCTION STANDARDS AND SPECIFICATIONS.4.LOCATIONS OF UTILITIES SHOWN WITHIN THESE PLANS ARE BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES OR THEIR REPRESENTATIVES ANDFIELD EVIDENCE OF IMPROVEMENTS VISIBLE ON THE GROUND SURFACE. EXACT LOCATIONS OF UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED. THECONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND REQUEST FIELD LOCATIONS OF SUCH WITHIN THE WORK AREA PRIOR TO COMMENCING EXCAVATIONACTIVITIES. THE CONTRACTOR SHALL REPORT ANY VARIATIONS FROM THE LOCATIONS SHOWN THAT MAY PRESENT A CONFLICT WITH EXECUTION OF THE WORKTO THE ENGINEER IN ADVANCE OF CONSTRUCTION.5.MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES, INDUSTRY STANDARDS AND UTILITYCOMPANY REGULATIONS6.ANY FIELD TILES ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE PERPETUATED IN COMPLIANCE WITH STATE AND LOCAL LAWS ANDREGULATIONS.7.THE DEVELOPMENT IS PROPOSED TO BE SERVED BY PUBLIC SANITARY SEWERS, WATER MAINS, STORM SEWERS, GAS, ELECTRIC, TELEPHONE AND CABLE TV. THEAPPLICABLE UTILITIES HAVE, OR WILL HAVE, SUFFICIENT CAPACITY TO PROVIDE SAID UTILITIES AT A LEVEL OF SERVICE TO MEET THE NEEDS OF THE DEVELOPMENT.8.MINIMUM FLOOD PROTECTION GRADE (MFPG) OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 1' ABOVE ANY ADJACENT100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS AND ANY OTHERSTRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.9.MINIMUM LOWEST ADJACENT GRADE (MLAG) IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO THE BUILDING WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUTS, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS AND RIM OF A WINDOW WELL). IN ADDITION, THE MINIMUM FINISH FLOOR ELEVATION OF ALL STRUCTURES SHALL BE AMINIMUM OF 6" ABOVE THE ESTABLISHED MLAG.10.SUBDIVISION MONUMENTATION SHALL BE SET IN ACCORDANCE WITH THE CARMEL SUBDIVISION CONTROL ORDINANCE. SEE SECONDARY PLAT FORLOCATIONS AND TYPES OF MONUMENTATION.11.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THECONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTION FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THEAUTHORITY OF THE DEPARTMENT AS IT RELATES TO THE WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT OF WAY.12.IF IT WILL BE NECESSARY TO TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATIONS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITYPOLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT OF WAY.NWESNOTESLEGAL DESCRIPTION(QUOTED FROM INST. #2017057089)A PART OF THE SOUTHEAST QUARTER OF SECTION L, TOWNSHIP 17 NORTH, RANGE 3 EAST, THE MIDDLE ONE-THIRD OF LOT I OF THE LINCOLNHIGHWAY ESTATES ADDITION, LOCATED IN SECTION I, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA,RECORDED DECEMBER 6, 1919 IN PLAT BOOK 1 10, PAGE 29, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT A POINT 532.02 FEET NORTHOF THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION I, TOWNSHIP 17 NORTH, RANGE 3 EAST; THENCE NORTH 140.08 FEET;THENCE WEST 318.5 FEET TO AN IRON STAKE IN CENTER OF DRIVE; THENCE SOUTHWESTERLY IN CENTER OF DRIVE 140.08 FEET TO AN IRONSTAKE; THENCE EAST 320.5 FEET TO THE PLACE OF BEGINNING, CONTAINING 1.3 ACRES, MORE OR LESS.116th StreetCollege Ave.Keystone Pkwy.
Westfield Blvd.SITEP101of 2PRIMARY PLAT